摘要
利用改进的复合平面应变轴对称的B-N法,计算得到了桩顶动力复刚度公式,并通过计算机分析得到完整桩、缩颈桩、断桩、离析桩、扩颈桩的速度导纳曲线规律及动刚度的变化规律,并结合实例对其应用作了说明.
In this Paper,a formulate to determine dynamic stiffness of pile base is derived by the imProved composite Plane strain axial symmetry B-N method. The theoretical Vo/Fo-f response curve and dynamic stiffness of integrity pile and defective pile such as change in crosssection,crack or segregation are obtained from computer analysis. Several cases are presented to confirm its reliability.
出处
《地球物理学报》
SCIE
EI
CAS
CSCD
北大核心
1996年第S1期333-341,共9页
Chinese Journal of Geophysics
基金
国家自然科学基金
关键词
稳态机械阻抗法
Stable mechanical impedance method.